367
40
50
60
Flow ‐ CMS
Flow of Khlong Chom Phu (N.43A)
at Ban Chom Phu
Water Year 2012
20
30
0
10
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
2.52
3.64
4.45
5.45
11.70
20.66
6.05
3.56
4.00
2.76
0.00
0.00
2
2.48
3.64
4.50
5.25
6.65
13.60
5.65
3.44
3.84
2.68
0.00
0.00
3
2.56
3.64
4.40
9.50
5.95
48.36
6.00
3.44
3.76
2.64
0.00
0.00
4
2.84
3.64
4.35
6.95
5.50
16.28
5.30
3.28
3.72
2.64
0.00
0.00
5
3.52
3.64
4.00
5.35
5.30
16.72
5.25
3.44
3.76
2.64
0.00
0.00
6
4.10
3.76
3.96
7.55
5.15
11.70
7.40
5.60
4.10
2.52
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
4.45
4.70
3.84
5.55
5.10
11.35
6.15
7.70
4.95
2.44
0.00
0.00
8
4.55
4.10
4.30
5.20
5.25
10.05
5.60
4.55
4.25
2.40
0.00
0.00
9
4.95
3.96
4.30
5.30
12.45
8.80
5.10
4.25
4.00
2.36
0.00
0.00
10
4.75
3.92
4.30
4.95
12.30
9.55
4.80
3.88
3.80
2.32
0.00
0.00
11
4.15
3.84
4.25
4.55
8.75
8.35
4.65
3.72
3.64
2.28
0.00
0.00
12
4.10
3.84
4.25
4.40
9.35
7.85
4.55
3.76
3.72
2.28
0.00
0.00
13
4.15
3.84
4.45
4.45
7.60
7.55
4.55
4.05
3.84
2.24
0.00
0.00
14
4.10
3.76
4.45
6.35
6.20
8.75
4.55
4.00
3.68
0.00
0.00
0.00
15
4 05
3 72
4 30
8 20
8 65
12 35
4 45
3 84
3 64
0 00
0 00
0 00
.
.
.
.
.
.
.
.
.
.
.
.
16
3.92
3.76
4.20
5.20
6.75
8.05
4.40
3.80
3.56
0.00
0.00
0.00
17
3.96
3.76
5.35
5.75
6.15
7.30
4.30
3.64
3.56
0.00
0.00
0.00
18
3.84
3.88
5.45
11.40
5.50
5.95
4.15
3.64
3.48
0.00
0.00
0.00
19
3.80
3.96
5.00
17.52
5.35
7.55
3.84
3.56
3.44
0.00
0.00
0.00
20
3.84
4.15
4.80
8.65
8.05
8.20
3.84
3.64
3.36
0.00
0.00
0.00
21
3.84
4.20
5.05
5.70
5.85
9.30
3.80
3.80
3.28
0.00
0.00
0.00
22
3.72
3.96
5.40
5.30
5.40
8.40
3.76
3.92
3.08
0.00
0.00
0.00
23
3.48
3.92
4.70
5.10
5.30
9.30
3.68
4.20
3.04
0.00
0.00
0.00
24
3.68
3.92
4.55
4.80
5.90
8.20
3.56
5.95
3.04
0.00
0.00
0.00
25
3.84
3.88
4.75
4.80
14.66
7.45
3.44
5.25
3.00
0.00
0.00
0.00
26
3.72
3.88
4.60
4.90
11.70
6.90
3.44
4.30
2.96
0.00
0.00
0.00
27
3.28
3.84
4.60
4.70
10.65
7.05
3.36
4.25
2.84
0.00
0.00
0.00
28
3.52
3.84
4.60
5.65
9.60
5.55
3.24
5.80
2.92
0.00
0.00
0.00
29
3.60
3.76
4.45
12.85
8.25
5.15
3.24
3.88
2.88
0.00
0.00
30
3.64
3.76
4.30
12.75
15.08
5.20
3.08
2.88
2.80
0.00
0.00
31
3.72
10.75
16.10
3.04
2.80
0.00
0.00
----------
--------------
Total
112 95
119 83
135 90
214 82
256 19
321 47
138 22
125 02
108 74
32 20
0 00
0 00
1565 34 CMSDAY
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
3.76
3.87
4.53
6.93
8.26
10.72
4.46
4.17
3.51
1.04
0.00
0.00
4.29 CMS
Max
4.95
4.70
5.45
17.52
16.10
48.36
7.40
7.70
4.95
2.76
0.00
0.00
48.36 CMS
Min
2.48
3.64
3.84
4.40
5.10
5.15
3.04
2.88
2.80
0.00
0.00
0.00
0.00 CMS
Runoff
9.76
10.35
11.74
18.56
22.14
27.78
11.94
10.80
9.40
2.78
0.00
0.00
135.25 MCM
68.32 CMS. at 56.36 m. (MSL.) at 06.00 Hours , on Sep 3 , 2012
Runoff Yield
*****
*****
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak